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Load Bearing Structure of Community Centre
Balázs, Ivan ; Pilgr,, Milan (referee) ; Barnat, Jan (advisor)
The aim of the master´s thesis is to design a load bearing steel structure of a community centre in accordance with architectural requirements. The structure consists of a main aisle and two extensions beside. The length of the structure is 62 m, the width 42 m and maximum height 15 m. The main load bearing elements of the structure are transversal restrained columns and truss roof beams. The roof beam for the main aisle is made up of tubes and arched. The lower and upper beams of roof beams for the extensions are straight. The distance between the main columns in 12 m. The purlins for the main aisle are truss structures with arched lower beam, the purlins for the extensions have straight lower beams of truss. There is a storey in the extensions. The structure of ceiling consists of girders and interlocked concrete plate in trapezoid metal plate. The structure is designed for the district of Brno. It is designed in accordance with the ČSN EN 1993 standard.
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Multipurpose hall in Hodonín
Grufíková, Markéta ; Barnat,, Jan (referee) ; Šmak, Milan (advisor)
Master´s thesis describes the design and the check of the construction of the art gallery. This hall has the elliptical ground plan, the main dimensions are 25 x 40 m and the height is 12 m. The structure consists of 24 supporting curved ribs, which are supported on elliptical ring of steel at the top of the construction. Between the ribs are inserted purlins, which support the perimeter cladding. The structure is designed alternatively like the system of the timber solid beams from the glued laminated timber and the system of the steel truss girders.
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Office and logictic building
Navrátil, Ondřej ; Ing. Michal Štrba. Ph.D. (referee) ; Pilgr, Milan (advisor)
Design of a steel supporting structure for one-storeyed hall based on ground plan of 60 x 80 m, clear height 10 m and total height 13,3 m. In the front part there is along the whole widht designed two-storeyed skeleton structure penetrating into the hall. From the second floor rods supported frontal part which exceeds ground plan by 2 m and on the right side is closed by pre-set cylindric structure with radius 8,6 m which covers the right frontal corner of building. The cylindric structure is around its perimeter distanced max 3,6 m from hall grand plan and is supported by posts. Both spaces had saddle roof with 8% slant, gutter edge in height 11,6 m, top line in height 12,8 m. Walls are around perimeter closed by horizontal atic in height of 13,3 m. Shape and dimensional design, load specification – stady, utility, climacic load. Calculation of imide forces and further static dimensioning of the main supporting elements and selected details. Elaboration of design documentation (dosposition, production drawing of the anchorage plan, details definited by project supervizor).
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The steel construction of an exhibition pavilion
Petrovičová, Lucia ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The content of this bachelors thesis is design and appraisal of the steel construction of an exhibition pavilion. Ground plan dimensions are 39,2 x 50,0 m with approximate height 10,7m. The supporting system of the structure consists of planar transverse linkages which are created by lattice truss.The design is selected from two pre-solved geometrical and structural variants which are compered on the basis of the weight of structure and ultimate and serviceability limit state. From the selected variant is made detailed static assessment and drawing documentation.
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Precost concrete building
Hubený, Radim ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with solutions for all load cases, design and assessment selected elements of precast concerete building. As the part of the thesis is modeling of object in software RFEM and design documentation. Structural elements of design are beam, purlin, column. In the calculation takes into account installation and operational status.
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Precost concrete structure
Mlynář, Bronislav ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of bacelor thesis was design and assessment choosed elements of reinforced concrete precast store hall. Computational software Dlubal RFEM 5.03 used to calculate internal forces. Calculation in acordance with applicable standards.
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Cowhouse in Králíky
Nováček, Tomáš ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Bachelor thesis describes the structural design of the load bearing steel structure of cowhouse located in the municipality Králíky. The structure is designed according to the normative requirements of ČSN EN for ultimate and serviceability limit state. It´s a structure formed by the main frames at a distance of 5 m apart, which are placed in a rectangular plan of 30 x 60 m. As the main material of load bearing elements was used a steel S355. The specificity of the structure is location in a place with above average snow and wind loads. The couwhouse is intended for housing hundred and fifty cows. The work consists of a static calculation, which assessed individual cross sections and joints.
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Gas station roof structure
Očadlík, Martin ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
My task was to propose and consider steel structure roof of gas station. Dimensions of construction were determined based on transport service of the 8 supply points. Construction is situated in Zlin. Static calculation of the main bearing elements was made with Dlubal RFEM v.5.03 software. Selected structure elements including joints and column anchors were verified manualy.
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The Three Aisled Storage Building
Malý, Jan ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The subject of this bachelor´s thesis is the design and assessment of steel structure three-aisled storage building. The width of the side aisles is 12 meters and the width of the main aisles is 24 meters. The length of storage building is 60 meters. The height of the building is 14.65 meters. In the main aisles traversed, by two bridge cranes, each with a capacity of 5 tons. The supporting structure consists of main truss, the distance is 6 meters. Storage building is designed for the area of Zlín.
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The roof structure of the sport hall in Mikulov
Sochorec, Michal ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
Bachelor’s thesis describes design and static assessment of the roof structure of sport hall in Mikulov. Specifically the roofing of the two tennis courts and surrounding stands. Thesis examine several alternatives of design of roof structure like plate girders from glued laminated timber or truss girders made from solid wood. Girders span is 19 m above each tennis court. In the static calculation are assessed individual supporting elements and their connections. The thesis also includes fire resistant report of some elements of roof structure. Static analysis has been accomplished by student version of the SCIA Engineer 14 software.
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